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Home My WebLink AboutCOUNTRY CLUB RESERVE - FDP180030 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANSW W W W W W W W W W W W W W W W X X X X X G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E X X X X X X X X X X X B LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 12" W 12" W 12" W 12" W 12" W 4" W 4" W 4" W 4" W 4" W 4" W W W W W W W W E E E E E E E X X T ELE M X X X 10" W 10" W 10" W 10" W 10" W 10" W OHE OHE OHE OHE AW 4" (AC) W WINGED FOOT DR. SEE SHEET R2 E. DOUGLAS RD SEE SHEET R9 BALTUSROL DR. / BALTUSROL CT. SEE SHEET R6 BETHPAGE DR. BETHPAGE DR. 4.5' SIDEWALK 4.5' SIDEWALK P P P 53' ROW 30'  -  9' UTILITY EASEMENT 9' UTILITY EASEMENT ∆ 5075 5080 5085 5090 5095 5100 5075 5080 5085 5090 5095 5100 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 PROPOSED GRADE EXISTING GROUND 3.64% 3.33% -2.50% 0.80% -3.00% -3.00% PVI STA = 25+36.81 PVI ELEV = 5081.23 PVI STA = 25+86.81 PVI ELEV = 5079.73 PVI STA = 25+91.81 PVI ELEV = 5079.60 PVI STA = 25+96.81 PVI ELEV = 5079.77 PVI STA = 26+26.81 PVI ELEV = 5080.86 190.0' VC HP ELEV = 5088.67 HP STA = 22+13.63 PVI STA = 22+68.63 PVI ELEV = 5089.27 BVCS: 21+73.63 BVCE: 5088.51 EVCS: 23+63.63 EVCE: 5086.42 A.D. = 3.80 K = 50.00 PROPOSED GRADE EXISTING GROUND 5086.92 5087.12 5087.32 5087.52 5087.72 5087.92 5088.12 5088.32 5088.52 5088.65 5088.66 5088.54 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 -2.25% 1.88% -2.60% -1.20% -1.60% PVI STA = 10+00.00 PVI ELEV = 5084.61 PVI STA = 10+13.83 PVI ELEV = 5084.30 PVI STA = 16+83.60 PVI ELEV = 5071.84 PVI STA = 16+54.60 PVI ELEV = 5071.26 PVI STA = 15+99.60 PVI ELEV = 5072.19 PVI STA = 16+49.60 PVI ELEV = 5071.39 98.0' VC PVI STA = 13+76.59 PVI ELEV = 5074.86 BCVS: 13+27.57 BVCE: 5076.14 ECVS: 14+25.60 EVCE: 5074.27 A.D. = 1.40 K = 70.00 PROPOSED GRADE EXISTING GROUND 5084.61 5084.01 5083.36 5082.71 5082.06 5081.41 5080.76 5080.11 5079.46 5078.80 5078.15 5077.50 5076.85 5076.20 5075.59 5075.06 5074.63 5070 5075 5080 5085 5090 5095 5070 5075 5080 5085 5090 5095 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 -0.60% 2.25% 1.24% -1.30% -2.36% -0.52% -0.90% PVI STA = 10+00.00 PVI ELEV = 5083.94 PVI STA = 10+13.86 PVI ELEV = 5083.86 PVI STA = 18+35.68 PVI ELEV = 5076.81 PVI STA = 18+18.85 PVI ELEV = 5076.42 PVI STA = 10+16.86 PVI ELEV = 5083.78 PVI STA = 10+19.86 PVI ELEV = 5083.86 PVI STA = 16+56.04 PVI ELEV = 5078.34 PVI STA = 17+14.13 PVI ELEV = 5077.82 108.1' VC HP ELEV = 5085.23 HP STA = 11+48.46 PVI STA = 11+65.18 PVI ELEV = 5085.67 BVCS: 11+11.15 BVCE: 5084.99 EVCS: 12+19.21 EVCE: 5084.39 A.D. = 3.60 K = 30.00 92.1' VC PVI STA = 14+25.26 PVI ELEV = 5079.53 BCVS: 13+79.21 BVCE: 5080.62 ECVS: 14+71.32 EVCE: 5079.29 A.D. = 1.84 K = 50.00 PROPOSED GRADE EXISTING GROUND B B WINGED FOOT DR. SEE SHEET R3 CARNOUSTIE DR. SEE SHEET R5 ROYAL TROON AVE. ∆ ∆ ∆ P P 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50 5075.05 5074.86 5076.02 5076.91 5077.71 5078.56 5080.58 5084.19 5075.40 5074.80 5074.65 5074.68 5075.12 5075.42 5075.72 5076.31 5076.51 5076.71 5077.11 5077.31 5077.51 5077.91 5078.11 5078.31 5078.91 5079.36 5079.92 5081.35 5082.22 5083.19 5085.19 5086.19 5086.97 5065 5070 5075 5080 5085 5065 5070 5075 5080 5085 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 5065 5070 5075 5080 5085 5065 5070 5075 5080 5085 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 -0.27% -0.84% -1.00% -0.61% -1.24% -1.14% -1.02% PVI STA = 43+14.83 PVI ELEV = 5078.31 PVI STA = 41+71.80 PVI ELEV = 5079.41 PVI STA = 45+15.76 PVI ELEV = 5075.92 PVI STA = 46+43.69 PVI ELEV = 5074.62 100.0' VC PVI STA = 40+10.19 PVI ELEV = 5081.03 BVCS: 39+60.19 BVCE: 5081.16 EVCS: 40+60.19 EVCE: 5080.53 A.D. = 0.73 K = 136.31 -1.21% -0.94% -1.33% -0.73% -0.96% -0.66% -1.10% -0.70% -0.50% PVI STA = 40+21.11 PVI ELEV = 5079.60 PVI STA = 41+69.86 PVI ELEV = 5078.63 PVI STA = 42+14.54 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 5065 5070 5075 5080 5085 5065 5070 5075 5080 5085 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 -0.62% -0.48% -0.33% -0.58% -0.44% -0.86% -1.18% PVI STA = 15+00.00 PVI ELEV = 5074.61 PVI STA = 16+12.93 PVI ELEV = 5073.50 PVI STA = 17+13.99 PVI ELEV = 5073.01 PVI STA = 19+13.16 PVI ELEV = 5071.77 PVI STA = 20+14.46 PVI ELEV = 5071.43 PVI STA = 21+19.48 PVI ELEV = 5070.82 -0.50% -0.50% -0.50% -1.25% -1.44% -0.50% PVI STA = 15+00.00 PVI ELEV = 5074.64 PVI STA = 15+41.98 PVI ELEV = 5074.11 PVI STA = 19+13.16 PVI ELEV = 5071.20 PVI STA = 20+14.46 PVI ELEV = 5070.70 PVI STA = 21+19.48 PVI ELEV = 5070.17 100.0' VC CENTER LINE 19+50 5094 5096 5100 5104 5108 5094 5096 5100 5104 5108 -40 -20 0 20 40 CENTER LINE 20+00 5090 5092 5096 5100 5104 5108 5090 5092 5096 5100 5104 5108 -40 -20 0 20 40 CENTER LINE 20+50 5090 5092 5096 5100 5104 5108 5090 5092 5096 5100 5104 5108 -40 -20 0 20 40 CENTER LINE 21+00 5090 5092 5096 5100 5104 5090 5092 5096 5100 5104 -40 -20 0 20 40 F E S M F E S X X X X X X X X X X X X X X X X X X X X X X V .P. VAULT CABLE BOX CABLE X X ST 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 EAST DOUGLAS ROAD WINGED FOOT DR. SEE SHEET ## TURNBERRY RD. SEE SHEET XS5 CENTER LINE 39+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 B ROYAL TROON AVE. BALTUSROL DR. 76.30 75.87 74.87 74.97 74.74 74.59 74.74 74.97 74.84 75.29 75.05 75.38 75.79 75.16 75.80 77.52 76.24 75.72 79.94 74.60 74.44 75.85 76.84 2.1% 1.7% 1.3% 0.9% 0.5% 74.63 74.56 0.5% 0.5% 0.6% 0.6% 0.9% 0.8% 1.2% 0.9% 0.6% 0.5% 0.9% 1.3% 1.7% 2.1% 2.1% 1.7% 1.3% 0.9% 0.5% R73' R191.5' R191.5' R35' 164.49' CROWN TRANSITION 300' CROWN TRANSITION 80.37 79.95 V.P. V.P. A.R.V. GAS GAS V.P. V.P. X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G WV WV WV WV WV WV X X X X X V.P. WV WV X X X X X X X X X X X X X X X X X X X M X X X X F E S M M F E S F E S MM X T ELE F.O. TELE F E S F E S MGAS X X F E S M F E S T ELE X F E S M F E S X X X X X W S O X X V.P. VAULT CABLE BOX CABLE M M H2O X GAS V.P. GAS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE B B B B B B B B ST ST AW LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UD UD UD UD UD UD 4 2 7 8 5b 3b 9b 5b 4 5a 3b 2 7 8 10 9b 6 6 1a 1a 10 OS1b OS1b OS2 OS2 5a 1b 1b 9a 9a OS3 OS4 OS3 OS4 OS5 OS5 OS1a OS1a SIDEWALK CHASE NATURAL HABITAT BUFFER ZONE OUTFALL SIDEWALK AND CONCRETE CHASE PROPOSED FES EXISTING 24" CMP PROPOSED FES SWALE PROPOSED OUTFALL FES CONCRETE CULVERT INLET PLEASE SEE DRAINAGE REPORT FOR HISTORIC DRAINAGE EXHIBIT SHOWING FULL EXTENTS OF OFFSITE BASINS AND HISTORIC CALCULATIONS FOR BASINS OS3 - OS5 INLET INLET WINGED FOOT DR. KIAWAH DR. ROYAL TROON AVE. E. DOUGLAS ROAD CARNOUSTIE DR. BALTUSROL DR. BETHPAGE DR. POND 1 POND 3 RAIN GARDEN 3 RAIN GARDEN 2 TURNBERRY ROAD RAIN GARDEN 1 INLET (2) SITE OUTFALL BALTUSROL CT. PLEASE SEE DRAINAGE REPORT FOR HISTORIC DRAINAGE EXHIBIT SHOWING FULL EXTENTS OF OFFSITE BASINS AND HISTORIC CALCULATIONS FOR BASINS OS3 - OS5 NO. 8 DITCH NO. 8 DITCH EMERGENCY OVERFLOW PATH RAIN GARDEN 3 100-YEAR OVERFLOW AREA RAIN GARDEN 1 100-YEAR OVERFLOW AREA RAIN GARDEN 2 100-YEAR OVERFLOW AREA 3a 3a POND 3 DR1 DRAINAGE EXHIBIT 64 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 1 inch = ft. 120 0 120 Feet 120 240 360 Sheet of 70 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET DESIGN POINT A OVERLAND FLOW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY B2 1.45 ac FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION NOTES: 1. REFER TO THE FINAL DRAINAGE REPORT FOR COUNTRY CLUB RESERVE DATED 05.29.19 FOR ADDITIONAL INFORMATION. DIRECT FLOW DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 Tc (min) Q2 (cfs) Q100 (cfs) 1a 1a 8.90 0.29 0.36 23.5 3.8 16.5 1b 1b 2.89 0.25 0.31 25.3 1.0 4.5 2 2 2.96 0.57 0.71 17.7 2.9 12.7 3 3 5.04 0.63 0.79 13.4 6.3 27.5 4 4 6.88 0.32 0.40 16.5 4.0 17.2 5a 5a 0.68 0.73 0.91 9.7 1.1 4.9 5b 5b 2.75 0.62 0.77 13.5 3.4 14.7 6 6 8.17 0.32 0.40 24.8 3.7 16.3 7 7 12.99 0.57 0.71 19.2 12.1 52.8 8 8 10.72 0.29 0.37 22.6 4.7 20.6 9a 9a 2.47 0.33 0.42 22.2 1.3 5.5 9b 9b 7.52 0.27 0.33 19.4 3.3 14.4 10 10 2.63 0.25 0.31 21.4 1.0 4.5 OS1a OS1a 1.91 0.67 0.84 22.9 1.9 8.4 OS1b OS1b 2.41 0.68 0.86 24.6 2.4 10.4 OS2 OS2 0.26 0.73 0.91 9.5 0.4 1.9 LID Treatment Summary Table Raingarden ID Total Drainage Area (Ac.) Raingarden Req'd Min. Volume (Cu.-Ft.) Raingarden#1 8.48 5737 Raingarden#2 16.19 8639 Raingarden#3 6.32 3841 Total Newly Developed Area Treated 30.99 Ac. Total Newly Developed Area 33.43 Ac. Percent of Newly Developed Area Treated 92.70 % POND SUMMARY TABLE Pond ID 100-Yr. Detention Vol. (Ac-Ft) Water Quality Capture Volume (Ac-Ft) Total Req'd Vol. (Ac-Ft) 100-Yr. WSEL (Ft) Peak Release (cfs) Pond 1 11.41 0.32 11.73 5066.90 0.82 Pond 3 3.85 N/A 3.85 5080.85 4.80 Move text to the street. 6/18/19 2.3% 2.5% 2.5% 2.5% 2.5% MID-BLOCK PAN LOT 11 LOT 13 LOT 8 LOT 7 LOT 5 LOT 4 LOT 6 LOT 2 LOT 1 LOT 3 LOT 22 LOT 27 LOT 12 LOT 23 LOT 24 LOT 25 LOT 26 BLOCK 6 BLOCK 9 INT-4 INTERSECTION DETAILS 63 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 Sheet of 70 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE J INTERSECTION OF BALTUSROL DR. & ROYAL TROON AVE. Line Over Text 6/18/19 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 39+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 40+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 40+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 41+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 41+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 42+00 5070 5072 5076 5080 5084 5070 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 42+50 5070 5072 5076 5080 5084 5070 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 43+00 5066 5068 5072 5076 5080 5084 5066 5068 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 43+50 5066 5068 5072 5076 5080 5084 5066 5068 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 44+00 5066 5068 5072 5076 5080 5084 5066 5068 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 44+50 5062 5064 5068 5072 5076 5080 5084 5062 5064 5068 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 45+00 5062 5064 5068 5072 5076 5080 5084 5062 5064 5068 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 45+50 5058 5060 5064 5068 5072 5076 5080 5058 5060 5064 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE 46+00 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE 46+50 5066 5068 5072 5076 5080 5066 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE 47+00 5058 5060 5064 5068 5072 5076 5080 5058 5060 5064 5068 5072 5076 5080 -40 -20 0 20 40 5081.3 5081.32 5081.2 5081.19 5081.0 5081.00 5080.6 5080.62 5080.1 5080.13 5079.6 5079.63 5079.2 5079.24 5078.9 5078.86 5078.4 5078.44 5077.9 5077.88 5077.3 5077.26 5076.7 5076.68 5076.1 5076.10 5075.5 5075.57 5075.0 5075.06 5074.6 5074.2 -3.14% -3.53% -3.73% -3.48% -2.91% -2.34% -2.04% -2.05% -2.05% -2.05% -2.01% -1.83% -1.58% -1.56% -1.54% EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE Sheet of 70 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS3 ROADWAY CROSS SECTIONS EAST DOUGLAS ROAD 55 CROSS SECTION PROFILES EAST DOUGLAS ROAD XS3 XS2 XS1 Sheet Numbering 6/18/19 CENTER LINE 21+50 5090 5092 5096 5100 5104 5090 5092 5096 5100 5104 -40 -20 0 20 40 CENTER LINE 22+00 5086 5088 5092 5096 5100 5104 5086 5088 5092 5096 5100 5104 -40 -20 0 20 40 CENTER LINE 22+50 5086 5088 5092 5096 5100 5104 5086 5088 5092 5096 5100 5104 -40 -20 0 20 40 CENTER LINE 23+00 5086 5088 5092 5096 5100 5086 5088 5092 5096 5100 -40 -20 0 20 40 CENTER LINE 23+50 5082 5084 5088 5092 5096 5100 5082 5084 5088 5092 5096 5100 -40 -20 0 20 40 CENTER LINE 24+00 5082 5084 5088 5092 5096 5100 5082 5084 5088 5092 5096 5100 -40 -20 0 20 40 CENTER LINE 24+50 5082 5084 5088 5092 5096 5100 5082 5084 5088 5092 5096 5100 -40 -20 0 20 40 CENTER LINE 25+00 5078 5080 5084 5088 5092 5096 5078 5080 5084 5088 5092 5096 -40 -20 0 20 40 CENTER LINE 25+50 5078 5080 5084 5088 5092 5096 5078 5080 5084 5088 5092 5096 -40 -20 0 20 40 CENTER LINE 26+50 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 CENTER LINE 27+00 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 CENTER LINE 27+50 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 CENTER LINE 28+00 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 CENTER LINE 28+50 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 CENTER LINE 26+00 5074 5076 5080 5084 5088 5092 5096 5074 5076 5080 5084 5088 5092 5096 -40 -20 0 20 40 5103.4 5102.2 5101.0 5101.06 5099.9 5099.93 5098.8 5098.80 5097.7 5097.66 5096.6 5096.55 5095.5 5095.51 5094.5 5094.46 5093.2 5093.26 5092.0 5092.06 5090.9 5090.86 5089.7 5089.68 5088.7 5088.61 5087.6 5087.64 5086.8 5086.78 5086.0 5086.03 5085.4 5085.39 5084.9 5084.84 -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -1.94% -1.91% -1.95% -2.05% -2.21% -2.42% -2.64% EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD X X X X X M X X X X X X X X X X X X X X X F E S M M F E S F E S M M X X X X TELE F.O. TELE X X ST B 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 EAST DOUGLAS ROAD BETHPAGE DR. SEE SHEET R1 Sheet of 70 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 ROADWAY CROSS SECTIONS EAST DOUGLAS ROAD 53 CROSS SECTION PROFILES EAST DOUGLAS ROAD XS3 XS2 XS1 Text Over Text 6/18/19 PVI STA = 16+53.44 PVI ELEV = 5072.50 BCVS: 16+03.44 BVCE: 5073.22 ECVS: 17+03.44 EVCE: 5072.25 A.D. = 0.94 K = 106.17 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND -1.37% 1.00% PVI STA = 14+50.00 PVI ELEV = 5074.11 PVI STA = 15+00.00 PVI ELEV = 5074.61 -1.37% 1.00% PVI STA = 14+50.00 PVI ELEV = 5074.11 PVI STA = 15+00.00 PVI ELEV = 5074.61 1.00% -1.16% PVI STA = 14+50.00 PVI ELEV = 5074.14 PVI STA = 15+00.00 PVI ELEV = 5074.64 1.00% -1.16% PVI STA = 14+50.00 PVI ELEV = 5074.14 PVI STA = 15+00.00 PVI ELEV = 5074.64 FUTURE GRADE FUTURE GRADE ST 12" W 12" W SD SD SD SD SD SD W W E. DOUGLASS RD. SEE SHEET R11 72' ROW 6' SIDEWALK TURNBERRY ROAD P CENTERLINE TURNBERRY RD. SCALE : 1" = 40' (H) 1" = 5' (V) R12 PLAN AND PROFILE TURNBERRY ROAD 51 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET R13 STA 22+00 LINE MATCH STA 22+00 Sheet of 70 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE R13 R12 MATCH LINE SEE SHEET R13 STA 22+00 STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND Line Over Text 6/18/19 PVI ELEV = 5078.30 PVI STA = 43+12.64 PVI ELEV = 5077.36 PVI STA = 43+58.05 PVI ELEV = 5076.76 PVI STA = 44+14.93 PVI ELEV = 5076.07 PVI STA = 45+16.12 PVI ELEV = 5075.13 PVI STA = 45+88.86 PVI ELEV = 5074.33 PVI STA = 46+44.05 PVI ELEV = 5073.94 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND -0.64% PVI STA = 46+43.69 PVI ELEV = 5074.62 208.3' VC LOW PT ELEV = 5073.90 LOW PT STA = 48+03.38 PVI STA = 48+11.32 PVI ELEV = 5073.54 BVCS: 47+07.15 BVCE: 5074.21 A.D. = 1.39 K = 150.00 -0.64% PVI STA = 46+43.69 PVI ELEV = 5074.62 208.3' VC LOW PT ELEV = 5073.90 LOW PT STA = 48+03.38 PVI STA = 48+11.32 PVI ELEV = 5073.54 BVCS: 47+07.15 BVCE: 5074.21 A.D. = 1.39 K = 150.00 -1.10% PVI STA = 46+44.05 PVI ELEV = 5073.94 PVI STA = 46+94.60 PVI ELEV = 5073.39 264.0' VC LOW PT ELEV = 5072.60 LOW PT STA = 48+32.12 PVI STA = 48+32.10 PVI ELEV = 5071.87 BVCS: 47+00.08 BVCE: 5073.33 A.D. = 2.20 K = 120.00 -1.10% PVI STA = 46+44.05 PVI ELEV = 5073.94 PVI STA = 46+94.60 PVI ELEV = 5073.39 264.0' VC LOW PT ELEV = 5072.60 LOW PT STA = 48+32.12 PVI STA = 48+32.10 PVI ELEV = 5071.87 BVCS: 47+00.08 BVCE: 5073.33 A.D. = 2.20 K = 120.00 FUTURE GRADE FUTURE GRADE 6' SIDEWALK 6' SIDEWALK 90' ROW P WINGED FOOT DR. SEE SHEET ## TURNBERRY RD. SEE SHEET R13 EAST DOUGLAS ROAD CENTERLINE E. DOUGLAS RD. SCALE : 1" = 40' (H) 1" = 5' (V) R11 PLAN AND PROFILE EAST DOUGLAS ROAD 50 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 39+00 Sheet of 70 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCH LINE SEE SHEET R10 STA 39+00 RIGHT FLOWLINE E. DOUGLAS RD. SCALE : 1" = 40' (H) 1" = 5' (V) R11 R10 R9 MATCH LINE SEE SHEET R10 STA 39+00 STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND Sheet Numbering Text Over Text 6/18/19 Line Over Text 2.25% 4.00% -1.30% -1.70% -2.10% 0.50% 0.90% 0.80% -0.90% -0.50% 1.20% PVI STA = 31+77.42 PVI ELEV = 5087.03 PVI STA = 31+62.42 PVI ELEV = 5086.69 PVI STA = 24+59.27 PVI ELEV = 5074.56 PVI STA = 24+06.27 PVI ELEV = 5074.97 PVI STA = 23+81.27 PVI ELEV = 5075.29 PVI STA = 23+56.27 PVI ELEV = 5075.72 PVI STA = 24+87.27 PVI ELEV = 5074.74 PVI STA = 25+12.27 PVI ELEV = 5074.97 PVI STA = 24+31.27 PVI ELEV = 5074.74 PVI STA = 24+56.27 PVI ELEV = 5074.62 PVI STA = 24+62.27 PVI ELEV = 5074.62 PVI STA = 26+23.77 PVI ELEV = 5076.30 192.0' VC PVI STA = 29+72.53 PVI ELEV = 5079.09 BCVS: 28+76.53 BVCE: 5078.33 ECVS: 30+68.53 EVCE: 5082.93 A.D. = 3.20 K = 60.00 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 2.25% 4.00% -1.30% -1.70% -2.10% 0.50% 0.90% 0.80% -0.90% -0.50% 1.20% 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50 5075.08 5074.54 5075.41 5076.28 5077.08 5077.87 5079.45 5082.65 5075.37 5074.85 5074.63 5074.48 5074.74 5074.96 5075.19 5075.64 5075.86 5076.09 5076.48 5076.68 5076.88 5077.27 5077.47 5077.67 5078.11 5078.46 5078.91 5080.10 5080.85 5081.70 5083.65 5084.65 5085.88 6.03% 5.28% 4.00% -0.50% -1.30% -0.90% 0.79% 0.50% 0.90% PVI STA = 31+86.68 PVI ELEV = 5086.58 PVI STA = 31+91.30 PVI ELEV = 5086.83 PVI STA = 31+63.80 PVI ELEV = 5085.20 PVI STA = 24+81.18 PVI ELEV = 5074.45 PVI STA = 23+93.14 PVI ELEV = 5075.14 PVI STA = 24+56.18 PVI ELEV = 5074.57 PVI STA = 25+06.21 PVI ELEV = 5074.57 PVI STA = 26+71.19 PVI ELEV = 5076.06 199.1' VC PVI STA = 30+00.33 PVI ELEV = 5078.66 BCVS: 29+00.79 BVCE: 5077.88 ECVS: 30+99.87 EVCE: 5082.65 A.D. = 3.21 K = 62.07 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50 5075.02 5074.97 5075.77 5076.57 5077.37 5078.28 5080.54 5084.32 5075.33 5074.80 5074.64 5074.81 5075.17 5075.37 5075.57 5075.97 5076.17 5076.37 5076.77 5076.97 5077.17 5077.57 5077.77 5077.98 5078.68 5079.19 5079.81 5081.38 5082.32 5083.32 5085.35 -0.50% -0.90% 5.03% 0.80% -1.30% -1.70% 4.00% 0.50% 0.80% PVI STA = 24+49.82 PVI ELEV = 5074.64 PVI STA = 24+46.82 PVI ELEV = 5074.70 PVI STA = 24+21.82 PVI ELEV = 5074.82 PVI STA = 31+49.72 PVI ELEV = 5086.59 PVI STA = 23+96.82 PVI ELEV = 5075.04 PVI STA = 23+71.82 PVI ELEV = 5075.37 PVI STA = 31+22.06 PVI ELEV = 5085.20 PVI STA = 24+52.82 PVI ELEV = 5074.70 PVI STA = 24+87.26 PVI ELEV = 5074.87 PVI STA = 26+12.69 PVI ELEV = 5075.87 184.9' VC PVI STA = 29+57.97 PVI ELEV = 5078.64 BCVS: 28+65.51 BVCE: 5077.90 ECVS: 30+50.43 EVCE: 5082.34 A.D. = 3.20 K = 57.81 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE Sheet of 70 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD CENTERLINE ROYAL TROON AVE. SCALE : 1" = 40' (H) 1" = 5' (V) R8 PLAN AND PROFILE ROYAL TROON AVE. 47 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 23+50 NORTH STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND LEFT FLOWLINE ROYAL TROON AVE. SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET ## STA 23+50 RIGHT FLOWLINE ROYAL TROON AVE. SCALE : 1" = 40' (H) 1" = 5' (V) R6 R8 R7 Line Over Text Text Over Text Sheet Numbering 6/18/19 5083.94 5083.92 5084.23 5084.55 5084.86 5085.13 5085.23 5085.11 5084.78 5084.26 5083.67 5083.08 5082.49 5081.90 5081.31 5080.72 5080.17 5079.75 5079.45 5079.28 5079.15 5079.02 5078.89 5078.76 5078.63 5078.50 5078.37 5078.17 5077.95 5077.68 5077.35 5077.03 5076.70 5076.57 PROPOSED GRADE EXISTING GROUND WINGED FOOT DR. SEE SHEET R2 ROYAL TROON AVE. SEE SHEET R8 30'  -  4.5' SIDEWALK CARNOUSTIE DR. 4.5' SIDEWALK 53' ROW 4 5 6 1 4 19 18 16 13 14 17 15 2 3 7 17 19 21 18 16 23 20 WINGED FOOT DR. SEE SHEET R2 9' UTILITY EASEMENT (TYP.) 9' UTILITY EASEMENT (TYP.) ∆ ∆ R26.5' R26.5' R26.5' R26.5' P P 5070 5075 5080 5085 5090 5095 5070 5075 5080 5085 5090 5095 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PROPOSED GRADE EXISTING GROUND 5083.37 5083.31 5083.28 5083.24 5083.07 5082.85 5082.69 5082.44 5082.10 5081.60 5081.10 5080.71 5080.46 5080.31 5080.07 5079.45 5078.76 5078.20 5078.08 5077.81 5077.37 5077.33 5076.91 5076.47 5076.16 5075.90 5075.70 5075.52 5075.33 5075.15 5075.05 5074.95 5074.86 -0.92% -1.00% -2.30% -0.59% -0.88% 1.32% PVI STA = 10+16.83 PVI ELEV = 5083.39 PVI STA = 16+36.51 PVI ELEV = 5077.91 PVI STA = 16+93.61 PVI ELEV = 5077.39 PVI STA = 17+75.83 PVI ELEV = 5076.67 PVI STA = 17+98.60 PVI ELEV = 5076.44 98.2' VC HP ELEV = 5084.79 HP STA = 11+40.26 PVI STA = 11+53.55 PVI ELEV = 5085.20 BVCS: 11+04.45 BVCE: 5084.55 EVCS: 12+02.66 EVCE: 5084.07 A.D. = 3.63 K = 27.08 97.5' VC PVI STA = 14+12.58 PVI ELEV = 5079.23 BCVS: 13+63.83 BVCE: 5080.35 ECVS: 14+61.33 EVCE: 5078.94 A.D. = 1.72 K = 56.80 PROPOSED GRADE EXISTING GROUND 5070 5075 5080 5085 5090 5095 5070 5075 5080 5085 5090 5095 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 5083.94 5084.07 5084.25 5084.45 5084.68 5084.82 5084.78 5084.55 5084.13 5083.56 5082.98 5082.39 5081.81 5081.22 5080.63 5080.05 5079.57 5079.19 5078.94 5078.79 5078.66 5078.53 5078.41 5078.28 5078.15 5078.02 5077.89 5077.67 5077.45 5077.19 5076.91 5076.63 5076.36 -0.52% -1.00% -2.34% 1.18% 0.50% 0.80% PVI STA = 10+16.83 PVI ELEV = 5083.90 PVI STA = 17+34.64 PVI ELEV = 5077.37 PVI STA = 18+39.56 PVI ELEV = 5076.21 PVI STA = 10+56.82 PVI ELEV = 5084.10 PVI STA = 11+14.84 PVI ELEV = 5084.57 117.9' VC HP ELEV = 5084.83 HP STA = 11+56.82 PVI STA = 11+76.27 PVI ELEV = 5085.29 BVCS: 11+17.33 BVCE: 5084.60 EVCS: 12+35.21 EVCE: 5083.91 A.D. = 3.53 K = 33.44 97.5' VC PVI STA = 14+40.45 PVI ELEV = 5079.10 BCVS: 13+91.70 BVCE: 5080.24 ECVS: 14+89.20 EVCE: 5078.85 A.D. = 1.83 K = 53.34 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND Sheet of 70 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE CARNOUSTIE DR. SCALE : 1" = 40' (H) 1" = 5' (V) R5 PLAN AND PROFILE CARNOUSTIE DR. 44 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL R5 STOP R1-1 D3 STREET NAME 6"x30' P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND LEFT FLOWLINE CARNOUSTIE DR. SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE CARNOUSTIE DR. SCALE : 1" = 40' (H) 1" = 5' (V) Line Over Text Line Over Text & Text Over Text 6/18/19 5074.28 5073.98 5073.68 5073.38 5073.08 5072.78 5072.48 5072.18 5071.78 5071.38 5071.68 PROPOSED EXISTING GRADE GROUND 2 4 3 5 8 7 9 10 1 2 3 4 8 10 9 11 6 1 7 6 5 7 53' ROW 30' - KIAWAH DR. 15" SS 15" SS 15" SS 15" SS WINGED FOOT DR. SEE SHEET R2 WINGED FOOT DR. SEE SHEET R3 ∆ ∆ TURNBERRY RD. SEE SHEET R12 9' UTILITY EASEMENT (TYP.) 9' UTILITY EASEMENT (TYP.) R26.5' P P 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 -2.58% -1.26% -0.85% -0.72% PVI STA = 10+38.97 PVI ELEV = 5083.21 PVI STA = 15+93.98 PVI ELEV = 5071.76 PVI STA = 16+13.98 PVI ELEV = 5071.59 PVI STA = 16+48.98 PVI ELEV = 5071.34 98.0' VC PVI STA = 13+77.71 PVI ELEV = 5074.48 BCVS: 13+28.71 BVCE: 5075.74 ECVS: 14+26.71 EVCE: 5073.86 A.D. = 1.32 K = 74.09 PROPOSED GRADE EXISTING GROUND 5082.93 5082.28 5081.64 5080.99 5080.35 5079.70 5079.06 5078.42 5077.77 5077.13 5076.48 5075.84 5075.22 5074.69 5074.24 5073.88 5073.57 5073.25 5072.94 5072.63 5072.31 5072.00 5071.71 5071.51 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 -2.60% -1.04% PVI STA = 10+38.97 PVI ELEV = 5083.21 PVI STA = 16+05.22 PVI ELEV = 5071.76 PVI STA = 16+60.22 PVI ELEV = 5071.19 98.0' VC PVI STA = 13+77.80 PVI ELEV = 5074.40 BCVS: 13+28.80 BVCE: 5075.67 ECVS: 14+26.80 EVCE: 5073.83 A.D. = 1.44 K = 68.05 PROPOSED GRADE EXISTING GROUND 5082.93 5082.28 5081.63 5080.98 5080.33 5079.68 5079.02 5078.37 5077.72 5077.07 5076.42 5075.77 5075.16 5074.63 5074.20 5073.85 5073.56 5073.27 5072.98 5072.69 5072.40 5072.11 5071.82 5071.55 5071.29 CENTERLINE KIAWAH DR. SCALE : 1" = 40' (H) 1" = 5' (V) NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE Sheet of 70 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD R4 PLAN AND PROFILE KIAWAH DR. 43 LEFT FLOWLINE KIAWAH DR. SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE KIAWAH DR. SCALE : 1" = 40' (H) 1" = 5' (V) R4 Text Over Text 6/18/19 5088.30 5087.93 5087.43 5086.81 5086.08 5085.33 5084.58 5083.83 5083.08 5082.33 5081.58 5080.83 5080.08 5079.88 5080.79 12" W 12" W 12" W 12" W 12" W 12" W 12" W 4" W 4" W 4" W 4" W 4" W 4" W F E S M F E S X X X 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10"W 1976 (AC) 4" (AC) W E. DOUGLAS RD SEE SHEET R11 ROYAL TROON AVE. SEE SHEET ## KIAWAH DR. SEE SHEET ## WINGED FOOT DR. P P P 4.5' WALK 53' ROW 30'  -  4.5' WALK ∆ STORM LINE E SEE SHEET CS1 18 17 19 22 23 24 21 20 3 1 3 2 1 12 5' DRAINAGE & GRADING EASEMENT (TYP.) 6' UTILITY EASEMENT 9' UTILITY EASEMENT 5' DRAINAGE & GRADING EASEMENT (TYP.) 9' UTILITY EASEMENT R26.5' 5075 5080 5085 5090 5095 5100 5075 5080 5085 5090 5095 5100 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 0.84% -3.16% -1.18% -2.80% -2.40% 0.80% PVI STA = 20+65.30 PVI ELEV = 5087.22 PVI STA = 25+13.24 PVI ELEV = 5080.80 PVI STA = 25+30.36 PVI ELEV = 5080.32 PVI STA = 25+46.34 PVI ELEV = 5079.94 PVI STA = 25+68.24 PVI ELEV = 5079.68 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5086.50 5086.70 5086.90 5087.10 5087.30 5087.51 5087.72 5087.93 5088.14 5088.24 5088.21 5088.03 5087.72 5087.27 5086.68 5085.95 5085.16 5084.37 5083.59 5082.80 5082.01 5081.22 5080.47 5079.89 5075 5080 5085 5090 5095 5100 5075 5080 5085 5090 5095 5100 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 0.76% -2.60% -1.98% -2.86% 0.80% PVI STA = 20+65.30 PVI ELEV = 5087.22 PVI STA = 25+60.37 PVI ELEV = 5080.80 PVI STA = 25+93.37 PVI ELEV = 5079.94 PVI STA = 26+15.37 PVI ELEV = 5079.50 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5086.50 5086.70 5086.90 5087.10 5087.29 5087.48 5087.67 5087.86 5088.05 5088.20 5088.24 5088.17 5087.98 5087.68 5087.26 5086.74 5086.09 5085.38 5084.67 5083.95 5083.24 5082.52 5081.81 5081.10 5080.42 5079.81 CENTERLINE WINGED FOOT DR. SCALE : 1" = 40' (H) 1" = 5' (V) R3 PLAN AND PROFILE WINGED FOOT DR. 42 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 19+50 Sheet of 70 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH MATCH LINE SEE SHEET R2 STA 19+50 STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND LEFT FLOWLINE WINGED FOOT DR. SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET ## STA 19+50 RIGHT FLOWLINE WINGED FOOT DR. SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET ## STA 19+50 R2 R3 6/18/19 *Mask all text in all profiles.* *Mask all text in all profiles.* Sheet Numbering Sheet Numbering Sheet Numbering Sheet Numbering ∆ 5080 5085 5090 5095 5100 5105 5080 5085 5090 5095 5100 5105 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 -2.54% 1.80% 2.50% 1.40% 1.10% PVI STA = 10+00.00 PVI ELEV = 5085.46 PVI STA = 10+30.00 PVI ELEV = 5084.70 PVI STA = 10+35.00 PVI ELEV = 5084.57 PVI STA = 10+40.00 PVI ELEV = 5084.70 PVI STA = 11+20.00 PVI ELEV = 5085.82 PVI STA = 18+00.92 PVI ELEV = 5095.86 PVI STA = 18+15.92 PVI ELEV = 5096.23 90.0' VC PVI STA = 14+35.51 PVI ELEV = 5089.29 BCVS: 13+90.51 BVCE: 5088.79 ECVS: 14+80.51 EVCE: 5090.10 A.D. = 0.70 K = 129.01 5085.46 5084.82 5084.84 5085.19 5085.54 5085.87 5086.15 5086.42 5086.70 5086.97 5087.25 5087.52 5087.80 5088.07 5088.35 5088.62 5088.90 5089.22 5089.58 5090.00 5090.45 5090.90 5091.34 5091.79 5092.24 5092.69 5093.14 5093.59 5094.04 5094.49 5094.94 5095.39 5095.84 EXISTING GROUND PROPOSED GRADE 5080 5085 5090 5095 5100 5105 5080 5085 5090 5095 5100 5105 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 1.00% 1.10% 1.21% 1.71% 1.00% 1.80% PVI STA = 10+35.00 PVI ELEV = 5084.37 PVI STA = 10+57.00 PVI ELEV = 5084.75 PVI STA = 11+21.65 PVI ELEV = 5085.40 PVI STA = 12+25.12 PVI ELEV = 5086.43 PVI STA = 13+26.20 PVI ELEV = 5087.54 PVI STA = 17+74.42 PVI ELEV = 5094.96 86.5' VC PVI STA = 14+37.26 PVI ELEV = 5088.89 BCVS: 13+94 BVCE: 5088.37 ECVS: 14+80.51 EVCE: 5089.67 A.D. = 0.59 K = 147.31 5084.63 5084.93 5085.18 5085.43 5085.68 5085.93 5086.18 5086.43 5086.71 5086.98 5087.26 5087.53 5087.83 5088.14 5088.44 5088.77 5089.15 5089.57 5090.02 5090.47 5090.92 5091.37 5091.82 5092.27 5092.72 5093.17 5093.62 5094.07 5094.52 EXISTING GROUND PROPOSED GRADE 5080 5085 5090 5095 5100 5105 5080 5085 5090 5095 5100 5105 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 0.59% 0.80% 1.20% 1.10% 1.00% 1.80% PVI STA = 10+35.00 PVI ELEV = 5084.78 PVI STA = 10+57.00 PVI ELEV = 5084.91 PVI STA = 11+18.35 PVI ELEV = 5085.40 PVI STA = 12+04.58 PVI ELEV = 5086.43 PVI STA = 13+05.66 PVI ELEV = 5087.54 PVI STA = 17+74.42 PVI ELEV = 5094.96 93.5' VC PVI STA = 14+33.77 PVI ELEV = 5088.83 BCVS: 13+87.02 BVCE: 5088.36 ECVS: 14+80.51 EVCE: 5089.67 A.D. = 0.80 K = 117.20 5084.87 5085.05 5085.25 5085.48 5085.78 5086.08 5086.38 5086.66 5086.93 5087.21 5087.48 5087.74 5087.99 5088.24 5088.50 5088.80 5089.16 5089.57 5090.02 5090.47 5090.92 5091.37 5091.82 5092.27 5092.72 5093.17 5093.62 5094.07 5094.52 EXISTING GROUND PROPOSED GRADE KEYMAP DOUGLAS RD TURNBERRY RD CENTERLINE BETHPAGE DR. SCALE : 1" = 40' (H) 1" = 5' (V) R1 PLAN AND PROFILE BETHPAGE DR. 40 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND LEFT FLOWLINE BETHPAGE DR. SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE BETHPAGE DR. SCALE : 1" = 40' (H) 1" = 5' (V) Sheet of 70 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com R1 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE Text Over Text Line Over Text Line Over Text 6/18/19 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UD UD UD UD UD UD UD 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 8" W 8" W 8" W 8" W S S S S S W W W W S W W SD CO A1 STA 16+49.51 N: 148754.88 SD CO A2 E: 205237.00 STA 20+48.58 N: 148762.14 E: 204838.00 399.06 LF 6" HDPE @ 0.20% 218.39 LF 6" HDPE @ 0.20% SD CO A3 STA 22+66.97 N: 148932.25 E: 204701.05 SD CO A4 STA 23+20.72 N: 148930.87 E: 204647.32 SD CO A5 STA 27+18.01 N: 148972.80 E: 204252.25 53.75 LF 6" HDPE @ 0.20% 397.29 LF 6" HDPE @ 0.19% 5050 5055 5060 5065 5070 5075 5080 5085 5050 5055 5060 5065 5070 5075 5080 5085 27+50 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+50 399.06 LF 6" HDPE @ 0.20% SD CO A1 STA 16+49.51 RIM 5066.3± INV. IN 5060.87 (W) INV. OUT 5060.87 (N) 218.39 LF 6" HDPE @ 0.20% SD CO A3 STA ??? RIM 5073.4± INV. IN 5062.10 (W) INV. OUT 5062.10 (SE) 53.75 LF 6" HDPE @ 0.20% SD CO A4 STA ??? RIM 5071.6± INV. IN 5062.21 (W) INV. OUT 5062.21 (E) 397.29 LF 6" HDPE @ 0.19% SD CO A5 STA ??? RIM 5074.6± INV. IN 5062.96 (SW) INV. IN 5062.96 (N) INV. OUT 5062.96 (E) Sheet of 70 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com SUB-3 PLAN & PROFILE SUBDRAIN B 36 PROFILE SCALE: KEYMAP DOUGLAS RD TURNBERRY RD ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 SUBDRAIN B SD A2 SD A1 SD B2 SD B1 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS. THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR. 11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B, AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION. 14. INSTALL SERVICE IN 2" HDPE SLEEVE. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE LIMITS OF DEVELOPMENT LOD EXISTING SANITARY SEWER BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCH LINE SEE SHEET SUB-2 STA 15+50 Line Over Text 6/18/19